山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
26期
81-82
,共2页
钻孔灌注桩%极限承载力%自平衡测试法%堆载法%Q-S曲线
鑽孔灌註樁%極限承載力%自平衡測試法%堆載法%Q-S麯線
찬공관주장%겁한승재력%자평형측시법%퇴재법%Q-S곡선
bored pile%ultimate bearing capacity%self-balancing load test method%preloading method%Q-S curve
针对南京市金融城17根钻孔灌注桩分别采用堆载法和自平衡法进行了试验，并将堆载法与自平衡法试验数据进行对比分析，分析结果表明，两种试验方法取得了较好的效果，试验数据为设计提供了重要资料。
針對南京市金融城17根鑽孔灌註樁分彆採用堆載法和自平衡法進行瞭試驗，併將堆載法與自平衡法試驗數據進行對比分析，分析結果錶明，兩種試驗方法取得瞭較好的效果，試驗數據為設計提供瞭重要資料。
침대남경시금융성17근찬공관주장분별채용퇴재법화자평형법진행료시험，병장퇴재법여자평형법시험수거진행대비분석，분석결과표명，량충시험방법취득료교호적효과，시험수거위설계제공료중요자료。
The paper makes an experiment on preloading method and self-balancing load test method applied in 17 bored piles in financial city of Nanjing city, and carries out comparative analysis on the experimental data obtained through preloading method and self-balancing load test meth- od. The analysis results show that： two kinds of experimental methods both have achieved great effects, which has provide significant data for the design of experimental data.
